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Modelling transportation and transformation of nitrogen compounds at different influent concentrations in sewer pipe

机译:对下水道中不同进水浓度的氮化合物的运输和转化进行建模

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摘要

A mathematical model was established to describe the transportation and transformation of nitrogen compounds in the sewer pipe. In order to verify the consistency between the experimental data and model simulation data, four runs of experiments were carried out in a 21 m long, 0.15 m diameter model sewer. The results showed a good consistency between the experimental and simulation values (all correlation coefficients >0.81). According to the good consistency, it was proved that the attached heterotrophic biofilm on the sewer bottom played a dominant role on degradation of compounds in the system. Readily biodegradable substrate (S_s) decreased with the test time due to aerobic and anoxic growth of heterotrophs. Ammonia and ammonium nitrogen (S_(NH)) increased with the test time. But nitrate and nitrite nitrogen (S_(NO)) and soluble organic nitrogen (S_(ND)) decreased. Dissolved oxygen (S_o) declined due to the microbial consumption and subsequently increased due to reaeration, forming a sag curve. Furthermore, the transformation pathways of different compounds were identified in this study.
机译:建立了数学模型来描述下水道中氮化合物的运输和转化。为了验证实验数据与模型仿真数据之间的一致性,在21 m长,直径0.15 m的模型下水道中进行了四次实验。结果表明实验值和仿真值之间具有良好的一致性(所有相关系数> 0.81)。根据良好的一致性,已证明下水道底部附着的异养生物膜对系统中化合物的降解起主要作用。由于异养菌的需氧和缺氧生长,易于生物降解的底物(S_s)随着测试时间的延长而降低。氨和铵态氮(S_(NH))随着测试时间的增加而增加。但是硝酸盐和亚硝酸盐氮(S_(NO))和可溶性有机氮(S_(ND))下降。溶解氧(S_o)由于微生物消耗而下降,随后由于再吸收而增加,从而形成下垂曲线。此外,在这项研究中确定了不同化合物的转化途径。

著录项

  • 来源
    《Applied Mathematical Modelling》 |2013年第3期|1553-1563|共11页
  • 作者单位

    Master Program of Environmental Education and Management, Department of Science Application and Dissemination, National Taichung University of Education,Taichung City 40306, Taiwan, ROC;

    Department of Environmental Management, Tungnan University, Shenkeng, New Taipei City 222, Taiwan, ROC;

    General Education Center, Shuzen College of Medicine and Management, Luju, Kaohsiung City 82144, Taiwan, ROC;

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufeng, Taichung City 41349, Taiwan, ROC;

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufeng, Taichung City 41349, Taiwan, ROC;

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufeng, Taichung City 41349, Taiwan, ROC;

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufeng, Taichung City 41349, Taiwan, ROC,Graduate Institute of Biochemical Science and Technology, Chaoyang University of Technology, Wufeng, Taichung City 41349, Taiwan, ROC;

    Graduate Institute of Environmental Engineering, National Central University, Chungli 320, Taiwan, ROC;

    Graduate Institute of Environmental Engineering, National Central University, Chungli 320, Taiwan, ROC;

    Department of Environmental Engineering and Management, Chaoyang University of Technology, Wufeng, Taichung City 41349, Taiwan, ROC;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    sewer; mathematical model; heterotrophic biofilm; nitrogen compounds; transformation;

    机译:下水道;数学模型;异养生物膜氮化合物转型;

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